Under District Ayodhya, Section Amaniganj Satnapur-Vinayakpur Link Road Canal to Kalikan Baba house to Fakir house and Lallu house, Lot No 31

Earthwork in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 indepth and work in embankment tobe in 20 cm. including ramming and dressing the surface to required levels and slopes & also including 1.5m lift & 30m lead including royalty required for proper completion of the work as per direction of E/I of the work including two lead & one lift etc. without royality charges (Cartage of Earth upto 3 Km)

Eart Work in Excavation for structures as per drawing and technical specification clause 305.1 including satting out construction of shoring and bracing, removel of stumps and other deleterious material and disposal upto lead 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material .

Providing and laying cement concrete 1:6:12 cement ,coarse sand 40 mm brick ballast with all complete .as per S.i no 273

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar

Cement Concrete Pavement,thickness as per design,over a peroared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm,mixed in a concrete mixer of not less than 0.20 cum capacity and approprite weight batcher using approved mix design,laid in approved fixed side formwork ( steel channel,laying and fixing of 1.25 micron thick polythene film, wedges steel plates including leveling the formwork as per drawing) spreading the concrete with shovels rakes compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer sealant,dowel,near approaches to bridge/culvert and construction joints, curring compound (where specified) and water finishing to lines and grade as per drawing and technical specification 1501

Construction of 600 mm dia Hume pipe culvert (1 Nos) 7.5 RMT Double Barell

Supply and fixing of Display information board i/c letter writing etc at site